CN113235446A - Integral prefabricated bridge deck auxiliary structural member based on bridge construction and preparation method thereof - Google Patents
Integral prefabricated bridge deck auxiliary structural member based on bridge construction and preparation method thereof Download PDFInfo
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- CN113235446A CN113235446A CN202110599871.XA CN202110599871A CN113235446A CN 113235446 A CN113235446 A CN 113235446A CN 202110599871 A CN202110599871 A CN 202110599871A CN 113235446 A CN113235446 A CN 113235446A
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/12—Grating or flooring for bridges; Fastening railway sleepers or tracks to bridges
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/12—Grating or flooring for bridges; Fastening railway sleepers or tracks to bridges
- E01D19/125—Grating or flooring for bridges
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Abstract
The invention relates to the technical field of bridge engineering, in particular to an integral prefabricated bridge deck auxiliary structural member based on bridge construction and a preparation method thereof. The core pulling steel pipe forming die comprises a bottom die, wherein side dies are arranged on the left side and the right side of the upper side of the bottom die, end dies are arranged on the front side and the rear side of the upper side of the bottom die, a forming component is arranged right above the bottom die, a supporting bottom plate is arranged at the bottom of the bottom die, a supporting framework for supporting is arranged between the bottom die and the supporting bottom plate, core pulling steel pipe pins are symmetrically arranged on the end dies in the left-right direction, and a hooking device is arranged between the two ends of the two side dies; the bottom die comprises a bottom die plate, the bottoms of the two ends of the bottom die plate are fixedly connected with a left side lug and a right side lug which are in an L shape, the supporting framework comprises a plurality of supporting columns for supporting, one side of each supporting column is provided with a bearing column, and one side of each supporting column is provided with a telescopic rod; the core-pulling steel pipe pin comprises a cylindrical core-pulling steel pipe. The invention mainly solves the problems of long construction period, multiple working procedures and difficult hoisting of the formed member of the bridge deck auxiliary structure.
Description
Technical Field
The invention relates to the technical field of bridge engineering, in particular to an integral prefabricated bridge deck auxiliary structural member based on bridge construction and a preparation method thereof.
Background
At present, the proportion of the railway bridge in the total length of the line in China is large, a bridge deck auxiliary structure mainly comprises a protective wall, a vertical wall, a side wall and the like, the existing box girder bridge deck auxiliary structure needs to be installed in a partitioning mode and cannot be completed at one time, and the problems of long construction period, multiple working procedures, large cast-in-place working amount, unstable construction quality, difficult maintenance operation and the like exist. The steel bars need to be bound, the templates need to be installed and concrete needs to be poured in advance in each process, different templates need to be sequentially needed in each process, and the templates are difficult to transport in a construction site, so that the construction efficiency is greatly influenced.
Disclosure of Invention
The invention aims to provide an integral prefabricated bridge deck auxiliary structural member based on bridge construction and a preparation method thereof, and aims to solve the problems in the background technology.
In order to achieve the above purpose, one of the purposes of the present invention is to provide an integral prefabricated bridge deck auxiliary structural member based on bridge construction, which comprises a bottom die, wherein side dies are arranged on the left side and the right side of the upper side of the bottom die, end dies are arranged on the front side and the rear side of the upper side of the bottom die, a forming member is arranged right above the bottom die, a supporting bottom plate is arranged at the bottom of the bottom die, a supporting framework for supporting is arranged between the bottom die and the supporting bottom plate, core-pulling steel pipe pins are symmetrically arranged on the end dies in the left-right direction, and a hooking device is arranged between the two ends of the two side dies;
the bottom die comprises a bottom die plate, the bottoms of the two ends of the bottom die plate are fixedly connected with a left side lug and a right side lug which are L-shaped, back ridge clearance is formed at the positions, close to the bottoms, of the connecting positions of the left side lug and the bottom die plate, the right side lug and the bottom die plate, the side die comprises a square side die plate, one side of the side die plate is fixedly connected with a back ridge of the side die plate which is in a vertical staggered structure, the end die comprises an end die plate, and core drawing holes are formed in the left side and the right side of the end die plate;
the forming component comprises a component body, side walls are fixedly connected to two sides of the bottom of the component body, and a vertical wall is fixedly connected to the middle position of the bottom side of the component body;
the supporting bottom plate comprises a square annular bottom plate frame, and a square annular welding groove is formed in the upper side of the bottom plate frame;
the supporting framework comprises a plurality of supporting columns for supporting, a bearing column is arranged on one side of each supporting column, a telescopic rod is arranged on one side of each supporting column, each telescopic rod comprises a cylindrical threaded outer tube, a threaded column is arranged at one end of each threaded outer tube, fixed blocks are arranged at one ends of the threaded outer tubes and the threaded columns, and a twisting frame is hinged to one end of each fixed block;
the steel pipe round pin of loosing core is including the steel pipe of loosing core that is the cylindricality, the one end of steel pipe of loosing core articulates there is rings.
As the further improvement of the technical scheme, the side walls of the left side ear and the right side ear are arranged to be back ridges, one side of the side mold close to the bottom is in contact with the back ridges, and a plurality of screws penetrate through the side walls of the component body and are in threaded connection with the back ridges.
As a further improvement of this technical scheme, the lateral wall contact of the left and right sides of lateral wall and two end templates around the side form, and use the screw to run through the lateral wall of side form and threaded connection on the lateral wall of end template, lateral wall one side of end template is provided with a plurality of screws along the lateral wall track of die block, and a plurality of screws run through the lateral wall and the threaded connection of end template are gone into on the lateral wall of die block.
As a further improvement of the technical scheme, the upper side of the end template is close to the L-shaped hooking pressing strip on the lateral wall of the outer side, the hooking device comprises a connecting strip in a square strip shape, the two ends of the connecting strip are fixedly connected with lapping strips, the connecting strip is arranged at the bottom of the hooking pressing strip, and the lapping strips are arranged at the left side and the right side of the end template.
As the further improvement of this technical scheme, both ends fixedly connected with is square even piece of colluding towards the direction fixedly connected with who keeps away from the forming component about the side form upside, collude even the draw-in groove of seting up and taking strip looks adaptation on the piece, the one end setting of taking the strip is in the draw-in groove, the one end fixedly connected with of taking the strip is square blend stop, one side of blend stop and the one side contact of colluding even the piece.
As a further improvement of this technical scheme, the upper surface of colluding even piece and taking strip has all seted up smooth slot, the bottom of colluding even piece is equipped with the grafting nail, the one end of grafting nail is run through colluding even piece and taking strip, the upside of colluding even piece is equipped with and is square picture peg, the one end of picture peg is run through the grafting nail, and the one end setting of picture peg is in the inside of smooth slot.
As a further improvement of the technical scheme, the side wall is arranged on the upper side of the right side ear, the vertical wall is arranged on the upper side of the bottom template, one end of the core pulling steel pipe is inserted into a forming component through a core pulling hole to form a preformed hole, one end of the core pulling steel pipe, which is close to the hanging ring, is fixedly connected with a square baffle, and one side of the baffle is in contact with the outer side wall of the end template.
As a further improvement of the technical scheme, the bottom one end welding of support column is in the inside of welding groove, the one end welding of holding post is on the lateral wall of support column, the support column is triangle-shaped's support frame with the bottom fixed connection who holds post welding position, the lateral wall and the top that the support column is close to the top are equipped with the cushion, the lateral wall contact of one side and the die block of cushion, the upper surface of holding post and the bottom lateral wall contact of right side ear and left side ear, the fixed otic placode of position fixedly connected with that the left and right sides of bottom plate frame is close to the bottom, be provided with a plurality of screws on the fixed otic placode.
As a further improvement of this technical scheme, the lateral wall of one side and the support column of hank frame and the lateral wall contact of left side ear and right side ear, and through screw fixed connection on support column, left side ear and right side ear, the one end threaded connection of screw thread post is in the inside of screw thread outer tube, the pot head that the screw thread outer tube is close to the screw thread post is equipped with rotary device, rotary device is including the rotatory outer ring that is the semi-ring type, the inside one end fixedly connected with fixing bearing of rotatory outer ring, the inside fixedly connected with of rotatory outer ring and the internal thread piece of screw thread post looks adaptation, internal thread piece cover is equipped with on the screw thread post.
The invention also aims to provide a preparation method of the integral type prefabricated bridge deck auxiliary structural component based on bridge construction, which comprises any one of the integral type prefabricated bridge deck auxiliary structural components based on bridge construction, and comprises the following steps:
firstly, laying of supporting framework
S1, carrying the supporting bottom plate to a specified position, penetrating the fixing lug plate through a screw to fix the fixing lug plate at the specified position, picking up the supporting column, inserting one end of the supporting column into the welding groove, welding the bearing column on the side wall of the supporting column according to the placing height of the bottom die, and welding the supporting frame at the welding position of the supporting column and the bearing column;
second, the component template assembly
S2, hoisting a bottom die by using a crane and placing the bottom die on a welded support framework to enable the bottoms of the left side lug and the right side lug to be in contact with the upper surface of the bearing column, installing a cushion block between the side walls of the support column and the bottom die after the position of the bottom die is placed, strengthening the support of the support framework on the bottom die, installing a telescopic rod on the side wall between the support column and the bottom die, driving an internal thread block to rotate by rotating a rotating outer ring, enabling a threaded column to move in a threaded outer tube, adjusting the position of the telescopic rod between the support column and the bottom die, and facilitating the telescopic rod to adjust the positions of the left side lug and the right side lug on a bottom die plate;
s3, hoisting the side die by using a crane, contacting one side of the side die with the back edge, fixing the side die on one side of a bottom die by using screws, arranging a connecting strip at the bottom of a hooking pressing strip after the side die is fixed, hoisting an end die and a hooking device together, placing the end die and the hooking device on the front side and the back side of the bottom die, connecting the side die and the end die as well as the side walls of the end die and the bottom die together by using screws, placing one end of a lapping strip in a clamping groove, hoisting an inserting nail to penetrate through a hooking block and the lapping strip, inserting a plugboard into the inserting nail, and fixing a hooking device to fix the positions of the side die and the end die by using a plugboard;
thirdly, pouring and demolding the concrete of the component
S4, placing a steel reinforcement framework of a constructed component on a bottom die, inserting a core-pulling steel pipe into a core-pulling hole to reserve a reserved hole for the component, and pouring concrete into a frame surrounded by the bottom die, the side die and the end die after placing;
s5, when concrete is solidified, the core pulling steel pipe pin is taken down from the end mold, the internal thread block drives the threaded column to move by rotating the rotating device, the telescopic rod pulls one end of the left lug and the right lug to slightly approach the support column, the adjustable telescopic rod pushes the back ridge gaps between the left lug and the right lug and the bottom mold plate to be reduced, so that the side wall of the forming component is separated from the side wall of the side mold, the bottom mold and the end mold, the bottom mold, the side mold, the hooking device and the end mold are all disassembled, the side mold and the end mold are taken down from the forming component by using a crane, after the side mold and the end mold are placed, one end of the core pulling steel pipe is inserted into the reserved hole, and the forming component is lifted by using the crane through the hanging lifting ring.
Compared with the prior art, the invention has the beneficial effects that:
1. in this integral prefabricated bridge deck affiliated structure component based on bridge construction and preparation method thereof, used complete die block, side form and end mould to assemble the component mould, effectually solved bridge deck affiliated structure installation processes such as traditional bridge deck system protecting wall, erect wall, side wall many, the template volume of using is big, concrete placement divides to go on many times, template dismouting process is loaded down with trivial details, demolish the template and need wait for the concrete strength, each process goes on in proper order, the construction cycle is long, the user of service is many, the shortcoming that the dismouting material was wasted time and energy of transporting backward.
2. According to the integral prefabricated bridge deck auxiliary structural member based on bridge construction and the preparation method thereof, the provided hooking device is connected between the two side molds, the positions of the two side molds are positioned in an auxiliary manner, so that the side molds and the end molds can be stably placed on the bottom mold, and the forming of a forming member is facilitated.
3. In the integral prefabricated bridge deck auxiliary structural member based on bridge construction and the preparation method thereof, the arranged telescopic rods support the left side lugs and the right side lugs, and when the side die and the end die are disassembled, the left side lugs and the right side lugs are pulled to be finely adjusted by adjusting the length of the telescopic rods, so that the side walls of the bottom die, the side die and the end die are separated from the forming member, and the side die and the end die can be conveniently taken down from the forming member.
4. According to the integral prefabricated bridge deck auxiliary structural member based on bridge construction and the preparation method thereof, the arranged core-pulling steel pipe pins are inserted into the forming members, and when the forming members are hoisted, the forming members are hoisted by hoisting the core-pulling steel pipe pins, so that hoisting positions are provided for the hoisting forming members, and the forming members are convenient to hoist and move.
Drawings
FIG. 1 is a schematic view of the entire structure of embodiment 1;
FIG. 2 is a schematic diagram showing the overall explosive structure of example 1;
FIG. 3 is a schematic structural view of a bottom mold of example 1;
FIG. 4 is a schematic view of a side mold structure of example 1;
FIG. 5 is a schematic view of an end mold structure of embodiment 1;
FIG. 6 is a schematic structural view of a molding member according to example 1;
FIG. 7 is a schematic view of the structure of a support base in accordance with embodiment 1;
FIG. 8 is a schematic view of the telescopic rod of embodiment 1;
FIG. 9 is a schematic sectional view showing the structure of a rotating apparatus according to embodiment 1;
fig. 10 is a schematic structural view of a steel core pulling pipe pin according to embodiment 1;
fig. 11 is a schematic structural view of the hooking device in embodiment 1.
The various reference numbers in the figures mean:
1. bottom die; 11. a bottom template; 12. a left lateral ear; 13. a right lateral ear; 14. gaps between the back ridges; 15. back corrugation;
2. side mould; 21. a sideform; 22. back corrugation of the side template; 23. hooking the blocks; 24. a card slot; 25. inserting nails; 26. inserting plates;
3. end die; 31. an end template; 32. hooking and connecting a pressing strip; 33. core pulling holes;
4. a molding member; 41. a member body; 42. a side wall; 43. erecting a wall; 44. reserving a hole;
5. a support base plate; 51. a floor frame; 52. fixing the ear plate; 53. welding a groove;
6. a support framework; 61. a support pillar; 62. a support post; 63. a support frame; 64. a telescopic rod; 641. a threaded outer tube; 642. a threaded post; 643. a fixed block; 644. a twisting frame; 645. a rotating device; 646. rotating the outer ring; 647. fixing the bearing; 648. an internal thread block; 65. cushion blocks;
7. a core pulling steel pipe pin; 71. a core-pulling steel pipe; 72. a baffle plate; 73. a hoisting ring;
8. a hooking device; 81. a connecting strip; 82. lapping; 83. blocking strips; 84. and (4) a sliding slot.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", and the like, indicate orientations and positional relationships based on those shown in the drawings, and are used only for convenience of description and simplicity of description, and do not indicate or imply that the equipment or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be considered as limiting the present invention.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless specifically defined otherwise.
Example 1
Referring to fig. 1 to 11, an object of this embodiment is to provide an integral prefabricated bridge deck auxiliary structural member based on bridge construction, which includes a bottom die 1, side dies 2 are disposed on left and right sides of an upper side of the bottom die 1, end dies 3 are disposed on front and rear sides of the upper side of the bottom die 1, a forming member 4 is disposed right above the bottom die 1, a supporting bottom plate 5 is disposed at a bottom of the bottom die 1, a supporting framework 6 for supporting is disposed between the bottom die 1 and the supporting bottom plate 5, core-pulling steel pipe pins 7 are symmetrically disposed on the end dies 3 from left to right, and a hooking device 8 is disposed between two ends of the two side dies 2;
the bottom die 1 comprises a bottom die plate 11, the bottoms of the two ends of the bottom die plate 11 are fixedly connected with a left side lug 12 and a right side lug 13 which are L-shaped, the positions, close to the bottoms, of the connecting positions of the left side lug 12, the bottom die plate 11, the right side lug 13 and the bottom die plate 11 are provided with back ridge gaps 14, the side die 2 comprises a square side die plate 21, one side of the side die plate 21 is fixedly connected with a back ridge 22 of the side die plate which is in a vertical staggered structure, the end die 3 comprises an end die plate 31, and the left side and the right side of the end die plate 31 are provided with core pulling holes 33;
when the bottom die 1, the side dies 2 and the end dies 3 in the embodiment are used, the bottom die 1 is lifted by a crane and placed on the installed supporting framework 6, the supporting framework 6 supports the bottom die 1, the side dies 2 and the end dies 3 are lifted one by one and fixed on the bottom die 1, and the bottom die 1, the side dies 2 and the end dies 3 form a die cavity, so that the forming of the forming component 4 at the later stage is facilitated.
The forming member 4 comprises a member body 41, side walls 42 are fixedly connected to two sides of the bottom of the member body 41, and a vertical wall 43 is fixedly connected to the middle position of the bottom side of the member body 41;
before the forming member 4 in this embodiment is formed, a framework to be used is placed on the bottom die 1, concrete is poured into a die cavity enclosed by the bottom die 1, the side die 2 and the end die 3, and after the concrete is solidified, the forming member 4 is solidified and formed.
The supporting bottom plate 5 comprises a square annular bottom plate frame 51, and a square annular welding groove 53 is formed in the upper side of the bottom plate frame 51;
the supporting framework 6 comprises a plurality of supporting columns 61 for supporting, a receiving column 62 is arranged on one side of each supporting column 61, an expansion rod 64 is arranged on one side of each supporting column 61, each expansion rod 64 comprises a cylindrical threaded outer tube 641, a threaded column 642 is arranged at one end of each threaded outer tube 641, a fixing block 643 is arranged at each of one ends of each threaded outer tube 641 and each threaded column 642, and a hinge bracket 644 is hinged to one end of each fixing block 643;
when the support base plate 5 and the support frame 6 in this embodiment are used, the support base plate 5 is transported to a predetermined position, the fixing lug plate 52 is fixed at the predetermined position by penetrating the fixing lug plate 52 with a screw, the support column 61 is lifted up, one end of the support column 61 is inserted into the welding groove 53, and the support column 61 is welded in the welding groove 53, according to the height of the bottom die 1, the support columns 62 are welded on the side walls of the support columns 61, the support frames 63 are welded at the welding positions of the support columns 61 and the support columns 62, and after the bottom die 1 is placed on the supporting framework 6, the telescopic rods 64 are installed on the side walls between the supporting columns 61 and the bottom die 1, the rotating outer ring 646 is rotated to drive the inner thread block 648 to rotate, so that the threaded column 642 moves in the threaded outer tube 641, the position of the telescopic rod 64 between the supporting column 61 and the bottom die 1 is adjusted, and the telescopic rod 64 is convenient to adjust the positions of the left side ear 12 and the right side ear 13 on the bottom die plate 11.
The core pulling steel pipe pin 7 comprises a cylindrical core pulling steel pipe 71, and one end of the core pulling steel pipe 71 is hinged with a hanging ring 73.
When the core back steel pipe pin 7 in this embodiment is used, one end of the core back steel pipe 71 is inserted into the core back hole 33, and when the molding member 4 is molded, the preformed hole 44 is left on the molding member 4, which is convenient for lifting and taking the molding member 4.
Further, the side wall of one side of the left side lug 12 and the right side lug 13 is set as a back ridge 15, one side of the side die 2 close to the bottom is in contact with the back ridge 15, a plurality of screws penetrate through the side wall of the component body 41 and are in threaded connection with the back ridge 15, the front side wall and the rear side wall of the side die plate 21 are in contact with the side walls of the left side and the right side of the two end die plates 31, the screws penetrate through the side walls of the side die plates 21 and are in threaded connection with the side walls of the end die plates 31, a plurality of screws are arranged on one side of the side walls of the end die plates 31 along the side wall track of the bottom die 1, the plurality of screws penetrate through the side walls of the end die plates 31 and are in threaded connection with the side walls of the bottom die 1, the L-shaped hooking and connecting strip 32 is fixedly connected to the side wall of the upper side of the end die plates 31 close to the outer side, the hooking and connecting device 8 comprises a square strip-shaped connecting strip 81, two ends of the connecting strip 82 are fixedly connected with the connecting strip 81, the connecting strip 81 arranged at the bottom of the hooking and the hooking strip 32, the lapping strip 82 is arranged at the left side and the right side of the end template 31, the left end and the right end of the upper side of the side template 21 are fixedly connected with the square hooking block 23 which is fixedly connected towards the direction far away from the forming component 4, the hooking block 23 is provided with a clamping groove 24 matched with the lapping strip 82, one end of the lapping strip 82 is arranged in the clamping groove 24, one end of the lapping strip 82 is fixedly connected with the square barrier strip 83, one side of the barrier strip 83 is contacted with one side of the hooking block 23, the upper surfaces of the hooking block 23 and the lapping strip 82 are both provided with a sliding slot 84, the bottom of the hooking block 23 is provided with an inserting nail 25, one end of the inserting nail 25 penetrates through the hooking block 23 and the lapping strip 82, the upper side of the hooking block 23 is provided with a square inserting plate 26, one end of the inserting plate 26 penetrates through the inserting nail 25, one end of the inserting plate 26 is arranged in the sliding slot 84, the side template 2 and the end template 3 are fixed on the bottom template 1 by using screws, and the positions of the side template 2 and the end template 3 are hooked through the hooking device 8, the side die 2 and the end die 3 can be stably arranged on the bottom die 1, so that the bottom die 1, the side die 2 and the end die 3 can form a stable die cavity.
Specifically, the side wall 42 is arranged on the upper side of the right lug 13, the vertical wall 43 is arranged on the upper side of the bottom die plate 11, one end of the core pulling steel pipe 71 is inserted into the forming member 4 through the core pulling hole 33 to form a reserved hole 44, one end of the core pulling steel pipe 71, which is close to the hanging ring 73, is fixedly connected with a square baffle plate 72, one side of the baffle plate 72 is in contact with the outer side wall of the end die plate 31, one end of the core pulling steel pipe 71 is inserted into the core pulling hole 33, the reserved hole 44 is reserved on the forming member 4 for the core pulling steel pipe pin 7 after the forming member 4 is formed, when the forming member 4 is hung by a crane, the core pulling steel pipe pin 7 is inserted into the reserved hole 44, and a hanging position is provided for hanging the forming member 4.
Besides, one end of the bottom of the supporting column 61 is welded inside the welding groove 53, one end of the receiving column 62 is welded on the side wall of the supporting column 61, the supporting frame 63 in a triangular shape is fixedly connected to the bottom of the welding position of the supporting column 61 and the receiving column 62, the side wall and the top end of the supporting column 61 close to the top end are provided with a cushion block 65, one side of the cushion block 65 is contacted with the side wall of the bottom die 1, the upper surface of the receiving column 62 is contacted with the bottom side wall of the right side lug 13 and the left side lug 12, the fixing lug plates 52 are fixedly connected to the positions of the left side and the right side of the bottom die frame 51 close to the bottom, a plurality of screws are arranged on the fixing lug plates 52, one side of the hinge bracket 644 is contacted with the side wall of the supporting column 61 and the outer side walls of the left side lug 12 and the right side lug 13 and, one end of the threaded outer tube 641 close to the threaded column 642 is sleeved with a rotating device 645, the rotating device 645 comprises a semi-ring-shaped rotating outer ring 646, one end inside the rotating outer ring 646 is fixedly connected with a fixed bearing 647, the inside of the rotating outer ring 646 is fixedly connected with an internal thread block 648 matched with the threaded column 642, the internal thread block 648 is sleeved on the threaded column 642, and the bottom die 1, the side die 2, the end die 3 and the forming member 4 are supported by the support base plate 5 and the support framework 6 which are fixedly welded together, so that the device can be stably used, and meanwhile, the positions of the left side lug 12 and the right side lug 13 are controlled by adjusting the position of the threaded column 642 in the threaded outer tube 641 on the telescopic rod 64, thereby facilitating the separation of the contact surfaces of the bottom die 1 and the formed forming member 4 and facilitating the taking down of the forming member 4 from the bottom die 1.
The invention also aims to provide a preparation method of the integral type prefabricated bridge deck auxiliary structural component based on bridge construction, which comprises any one of the integral type prefabricated bridge deck auxiliary structural components based on bridge construction, and comprises the following steps:
firstly, laying of supporting framework
S1, carrying the supporting bottom plate 5 to a specified position, penetrating the fixing lug plate 52 through a screw to fix the fixing lug plate 52 at the specified position, picking up the supporting column 61, inserting one end of the supporting column 61 into the welding groove 53, welding the receiving column 62 to the side wall of the supporting column 61 according to the placing height of the bottom die 1, and welding the supporting frame 63 to the welding position of the supporting column 61 and the receiving column 62;
second, the component template assembly
S2, hoisting the bottom die 1 by using a crane and placing the bottom die 1 on the welded support framework 6, enabling the bottoms of the left side lug 12 and the right side lug 13 to be in contact with the upper surface of the bearing column 62, after the position of the bottom die 1 is placed, installing the cushion block 65 between the support column 61 and the side wall of the bottom die 1, strengthening the support of the support framework 6 on the bottom die 1, installing the telescopic rod 64 on the side wall between the support column 61 and the bottom die 1, driving the inner thread block 648 to rotate by rotating the rotating outer ring 646, enabling the thread column 642 to move in the thread outer tube 641, adjusting the position of the telescopic rod 64 between the support column 61 and the bottom die 1, and facilitating the telescopic rod 64 to adjust the positions of the left side lug 12 and the right side lug 13 on the bottom die plate 11;
s3, hoisting the side die 2 by using a crane, contacting one side of the side die plate 21 with the back edge 15, fixing the side die 2 on one side of the bottom die 1 by using screws, after fixing the side die 2, arranging the connecting strip 81 at the bottom of the hooking pressing strip 32, hoisting the end die 3 and the hooking device 8 together, placing the end die 2 and the end die 3 on the front side and the rear side of the bottom die 1, connecting the side die 2 with the end die 3 and the side wall of the bottom die 1 by using screws, placing one end of the lapping strip 82 in the clamping groove 24, hoisting the inserting nail 25 to penetrate through the hooking block 23 and the lapping strip 82, inserting the inserting plate 26 into the inserting nail 25, fixing the hooking device 8, and enabling the hooking device 8 to fix the positions of the side die 2 and the end die 3;
thirdly, pouring and demolding the concrete of the component
S4, placing a steel reinforcement framework for constructing the component on the bottom die 1, inserting the core-pulling steel pipe 71 into the core-pulling hole 33 to reserve a reserved hole 44 for the component, and pouring concrete into a frame surrounded by the bottom die 1, the side die 2 and the end die 3 after placement;
s5, after concrete is solidified, the core pulling steel pipe pin 7 is taken down from the end die 3, the inner thread block 648 drives the thread column 642 to move by rotating the rotating device 645, the adjustable telescopic rod 64 pushes the back ridge gap 14 between the left side lug 12 and the right side lug 13 and the bottom die plate 11 to be reduced, the side wall of the forming component 4 is separated from the side wall of the side die 2, the bottom die 1 and the end die 3, all the components connected among the bottom die 1, the side die 2, the hooking device 8 and the end die 3 are dismounted, the side die 2 and the end die 3 are taken down from the forming component 4 by using a crane, after the side die 2 and the end die 3 are placed, one end of the core pulling steel pipe 71 is inserted into the reserved hole 44, and the forming component 4 is lifted by using the crane through the hanging lifting ring 73.
The forming component 4 lifted away is turned over, and the prefabricated part is turned over for 180 degrees and then conveyed to a maintenance area. Covering a curing film or geotextile, starting a spraying curing system, carrying out moisture preservation and heat preservation curing in the curing shed for 4 days after demolding, then transporting to a storage area for natural curing for 10 days, and storing for later use after curing.
The foregoing shows and describes the general principles, essential features, and advantages of the invention. It will be understood by those skilled in the art that the present invention is not limited to the embodiments described above, and the preferred embodiments of the present invention are described in the above embodiments and the description, and are not intended to limit the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (10)
1. Integral prefabricated bridge deck attached structural component based on bridge construction, including die block (1), its characterized in that: the die is characterized in that side dies (2) are arranged on the left side and the right side of the upper side of the bottom die (1), end dies (3) are arranged on the front side and the rear side of the upper side of the bottom die (1), a forming component (4) is arranged right above the bottom die (1), a supporting bottom plate (5) is arranged at the bottom of the bottom die (1), a supporting framework (6) for supporting is arranged between the bottom die (1) and the supporting bottom plate (5), core-pulling steel pipe pins (7) are symmetrically arranged on the end dies (3) in the left-right direction, and a hooking device (8) is arranged between the two ends of the two side dies (2);
the bottom die (1) comprises a bottom die plate (11), the bottoms at the two ends of the bottom die plate (11) are fixedly connected with a left side lug (12) and a right side lug (13) which are L-shaped, back ridge clearance (14) is formed in the positions, close to the bottoms, of the connecting positions of the left side lug (12), the bottom die plate (11), the right side lug (13) and the bottom die plate (11), the side die (2) comprises a square side die plate (21), one side of the side die plate (21) is fixedly connected with a side die plate back ridge (22) which is in a vertical staggered structure, the end die (3) comprises an end die plate (31), and core-pulling holes (33) are formed in the left side and the right side of the end die plate (31);
the forming member (4) comprises a member body (41), side walls (42) are fixedly connected to two sides of the bottom of the member body (41), and a vertical wall (43) is fixedly connected to the middle position of the bottom side of the member body (41);
the supporting bottom plate (5) comprises a square annular bottom plate frame (51), and a square annular welding groove (53) is formed in the upper side of the bottom plate frame (51);
the supporting framework (6) comprises a plurality of supporting columns (61) for supporting, one side of each supporting column (61) is provided with a bearing column (62), one side of each supporting column (61) is provided with a telescopic rod (64), each telescopic rod (64) comprises a cylindrical threaded outer tube (641), one end of each threaded outer tube (641) is provided with a threaded column (642), one ends of each threaded outer tube (641) and each threaded column (642) are provided with a fixing block (643), and one end of each fixing block (643) is hinged with a hinge bracket (644);
the core pulling steel pipe pin (7) comprises a cylindrical core pulling steel pipe (71), and one end of the core pulling steel pipe (71) is hinged with a hanging ring (73).
2. The integral precast deck attachment structural member according to claim 1, wherein: the lateral wall of left side ear (12) and right side ear (13) one side is established to back stupefied (15), one side and the stupefied (15) contact of back that side form (2) are close to the bottom, and use a plurality of screws to run through the lateral wall and the threaded connection of component body (41) on back stupefied (15).
3. The integral precast deck attachment structural member according to claim 1, wherein: the lateral wall contact of the left and right sides of the front and back lateral wall of side bolster (21) and two end templates (31), and use the screw to run through the lateral wall and the threaded connection of side bolster (21) on the lateral wall of end template (31), the lateral wall track of die block (1) is provided with a plurality of screws, and a plurality of screws run through the lateral wall and the threaded connection of end template (31) are gone into on the lateral wall of die block (1).
4. The integral precast deck attachment structural member according to claim 1, wherein: fixedly connected with is linking with layering (32) that colludes of L shape on the lateral wall that the upside of end template (31) is close to the outside, collude even device (8) including being square banding connecting strip (81), the both ends fixedly connected with of connecting strip (81) takes strip (82), connecting strip (81) set up in the bottom of linking with layering (32), take strip (82) and set up the left and right sides at end template (31).
5. The integral precast deck attachment structural member according to claim 4, wherein: both ends fixedly connected with is square colluding even piece (23) towards the direction fixedly connected with of keeping away from forming component (4) about side form (21) upside, collude even draw-in groove (24) of offering and taking strip (82) looks adaptation on piece (23), the one end setting of taking strip (82) is in draw-in groove (24), the one end fixedly connected with of taking strip (82) is square blend stop (83), one side of blend stop (83) and the one side contact of colluding even piece (23).
6. The integral precast deck attachment structural member according to claim 5, wherein: collude even upper surface of piece (23) and taking strip (82) and all seted up smooth slot (84), the bottom of colluding even piece (23) is equipped with grafting nail (25), the one end of grafting nail (25) is run through colludes even piece (23) and takes strip (82), the upside of colluding even piece (23) is equipped with and is square picture peg (26), the one end of picture peg (26) is run through grafting nail (25), and the one end setting of picture peg (26) is in the inside of smooth slot (84).
7. The integral precast deck attachment structural member according to claim 1, wherein: side wall (42) set up the upside in right side ear (13), erect wall (43) and set up the upside in die block board (11), the one end of loosing core steel pipe (71) is passed through core pulling hole (33) and is pegged graft and form preformed hole (44) on forming member (4), the one end fixedly connected with that is close to rings (73) on the steel pipe of loosing core (71) is square baffle (72), the lateral wall contact of one side and end template (31) of baffle (72).
8. The integral precast deck attachment structural member according to claim 1, wherein: the bottom one end welding of support column (61) is in the inside of welding groove (53), the one end welding of accepting post (62) is on the lateral wall of support column (61), support column (61) and the bottom fixed connection who accepts post (62) welding position are triangular support frame (63), lateral wall and the top that support column (61) are close to the top are equipped with cushion (65), the lateral wall contact of one side and die block (1) of cushion (65), the upper surface and the bottom lateral wall contact of right side ear (13) and left side ear (12) of accepting post (62), the position fixedly connected with fixed otic placode (52) of bottom is close to the left and right sides of bottom plate frame (51), be provided with a plurality of screws on fixed otic placode (52).
9. The integral precast deck attachment structural member according to claim 1, wherein: one side of hank frame (644) and the lateral wall of support column (61) and the lateral wall contact of left side ear (12) and right side ear (13), and through screw fixed connection on support column (61), left side ear (12) and right side ear (13), the inside of one end threaded connection at screw outer tube (641) of screw post (642), a pot head that screw outer tube (641) is close to screw post (642) is equipped with rotary device (645), rotary device (645) is including being semi-annular's rotatory outer ring (646), the inside one end fixedly connected with fixing bearing (647) of rotatory outer ring (646), the inside fixedly connected with of rotatory outer ring (646) and the interior screw block (648) of screw post (642) looks adaptation, interior screw block (648) cover is equipped with on screw post (642).
10. A method for preparing an integral prefabricated bridge deck auxiliary structural member based on bridge construction, comprising the integral prefabricated bridge deck auxiliary structural member based on bridge construction according to any one of claims 1 to 9, wherein: the method comprises the following steps:
firstly, laying of supporting framework
S1, the supporting bottom plate (5) is conveyed to a specified position, the fixing lug plate (52) is fixed at the specified position by penetrating the fixing lug plate (52) through screws, the supporting column (61) is picked up, one end of the supporting column (61) is inserted into the welding groove (53), the supporting column (61) is welded in the welding groove (53), the receiving column (62) is welded on the side wall of the supporting column (61) according to the placing height of the bottom die (1), and the supporting frame (63) is welded at the welding position of the supporting column (61) and the receiving column (62);
second, the component template assembly
S2, a bottom die (1) is lifted by a crane and placed on a welded support framework (6), bottoms of a left lug (12) and a right lug (13) are in contact with the upper surface of a receiving column (62), a cushion block (65) is installed between a support column (61) and the side wall of the bottom die (1) after the position of the bottom die (1) is placed, the support of the support framework (6) on the bottom die (1) is strengthened, a telescopic rod (64) is installed on the side wall between the support column (61) and the bottom die (1), an inner thread block (648) is driven to rotate by rotating an outer ring (646), a threaded column (642) is moved in a threaded outer tube (641), the position of the telescopic rod (64) between the support column (61) and the bottom die (1) is adjusted, and the positions of the left lug (12) and the right lug (13) on a bottom die plate (11) can be conveniently adjusted by the telescopic rod (64);
s3, using a crane to lift the side die (2), contacting one side of the side die plate (21) with the back edge (15), using screws to fix the side die (2) on one side of the bottom die (1), fixing the side die (2), arranging a connecting strip (81) at the bottom of the hooking and pressing strip (32), hoisting the end die (3) and the hooking device (8) together, placing the end die and the hooking device at the front side and the rear side of the bottom die (1), connecting the side die (2) and the end die (3) and the side walls of the end die (3) and the bottom die (1) together by using screws, placing one end of a lapping strip (82) in a clamping groove (24), the hoisting plug-in nail (25) penetrates through the hooking block (23) and the lapping strip (82), inserting the inserting plate (26) into the inserting nail (25) to fix the hooking device (8) well, so that the hooking device (8) fixes the positions of the side die (2) and the end die (3);
thirdly, pouring and demolding the concrete of the component
S4, placing a steel reinforcement framework for constructing a component on a bottom die (1), inserting a core-pulling steel pipe (71) into a core-pulling hole (33) to reserve a reserved hole (44) for the component, and pouring concrete into a frame surrounded by the bottom die (1), a side die (2) and an end die (3) after placement;
s5, after concrete is solidified, taking down the core pulling steel pipe pin (7) from the end mold (3), driving the threaded column (642) to move by rotating the rotating device (645) to enable the telescopic rod (64) to pull one end of the left lug (12) and the right lug (13) to slightly approach the supporting column (61), pushing the back stupefied clearance (14) between the left lug (12) and the right lug (13) and the bottom mold plate (11) to be reduced by the adjusted telescopic rod (64), separating the side wall of the molding component (4) and the side mold (2), the bottom mold (1) and the end mold (3), completely disassembling the components connected among the bottom mold (1), the side mold (2), the hooking device (8) and the end mold (3), taking down the side mold (2) and the end mold (3) from the molding component (4) by using a crane, and placing the side mold (2) and the end mold (3), one end of the core-pulling steel pipe (71) is inserted into the preformed hole (44), and the formed component (4) is lifted away by using a crane through hanging the lifting ring (73).
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| CN202110599871.XA CN113235446B (en) | 2021-05-31 | 2021-05-31 | Integral prefabricated bridge deck auxiliary structural member based on bridge construction and preparation method thereof |
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